A comparative case study on seismic design of tall RC frame-core-tube structures in China and USA

Author:

Lu Xinzheng1,Li Mengke1,Guan Hong2,Lu Xiao3,Ye Lieping1

Affiliation:

1. Department of Civil Engineering; Tsinghua University; Beijing China

2. Griffith School of Engineering; Griffith University Gold Coast Campus; Brisbane Queensland Australia

3. School of Civil Engineering; Beijing Jiaotong University; Beijing China

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference36 articles.

1. ACI 2008 Building code requirements for structural concrete and commentary (ACI 318-08)

2. ASCE 2005 Minimum design loads for buildings and other structures (ASCE/SEI 7-05)

3. Flexural ductility design of high-strength concrete columns;Bai;The Structural Design of Tall and Special Buildings,2013a

4. Flexural ductility design of high-strength concrete beams;Bai;The Structural Design of Tall and Special Buildings,2013b

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